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ANSYS經(jīng)典實例匯集.part1.rar
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ANSYS經(jīng)典實例匯集.part2.rar
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ANSYS經(jīng)典實例匯集.part2(1).rar
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ANSYS經(jīng)典實例匯集.part2(2).rar
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1.ANSYS SOLID65 環(huán)向布置鋼筋的例子.............................................................................4
) J$ r- p! U5 d* c- v2.混凝土非線性計算實例(1)- MISO 單壓........................................................................6
& t4 E1 N7 _$ Q* b9 ~3.混凝土非線性計算實例(2)- MISO 約束壓....................................................................7 ' ?5 A- F1 c# I5 y
4.混凝土非線性計算實例(3)- KINH 滯回......................................................................10
' M' u, J! p" @* `% {4 e5.混凝土非線性計算實例(4)- KINH 壓-拉裂................................................................12
" D' V3 i5 M/ o9 W. ], }6.混凝土非線性計算實例(5)...........................................................................................13 2 v4 H% m! T* f0 E
7.混凝土非線性計算實例(6)...........................................................................................15 9 a3 F: ^, P% H& V, Q
8.混凝土非線性計算實例(7)- MISO 滯回......................................................................17
! M( F! \+ k- w [9.混凝土非線性計算實例(8)...........................................................................................19
Z J8 L) Q$ R* T( E. r10.混凝土非線性計算實例(9)-梁平面應(yīng)力...................................................................21 8 ], c) s1 _+ r/ j2 H9 m: n- A
11.四層彈簧-質(zhì)點模型的地震分析...................................................................................23
6 K- q: Y6 k9 W" P) F2 H12.懸臂梁地震分析...............................................................................................................49
' l/ }% d% g7 O1 d5 S" o13.用 beam 54 單元描述變截面梁的例子...........................................................................73
1 o2 s l$ e. U9 p* S$ C8 m o14.變截面梁實例...................................................................................................................74
: S4 t+ l- m1 \5 A, T15.拱橋澆筑過程分析-單元生死應(yīng)用實例..........................................................................75 . W* |/ R# W. Y( U$ N9 s; s2 O# \, s
16.簡支梁實體與預(yù)應(yīng)力鋼筋分析實例................................................................................76 / m. s: d3 Q' ?: l( P. d8 r
17. 簡單的二維焊接分析-單元生死實例.........................................................................78
- ^, |* ^+ s9 W2 c. Z0 d: c18.隧道開挖(三維)的命令流............................................................................................85
6 \$ k" _# `: S5 Z% u19.巖土接觸分析實例..........................................................................................................102
4 ?" I8 d8 H! Z8 |8 `0 K20.鋼筋混凝土管的動力響應(yīng)特性分析實例......................................................................110
5 [6 d% {) a* q. ^* d3 t/ D21.隧道模擬開挖命令流(入門)......................................................................................117
3 I8 S6 v# v) O$ \# ]( c U; T22.螺栓連接的模擬實現(xiàn)問題..............................................................................................120
$ P; Y5 f4 J, ?0 x& p, H23.道路的基層、墊層模量與應(yīng)力之間的關(guān)系..................................................................130
; I! f) B* f/ s. u' [- @23.滯回分析..........................................................................................................................152
0 ]$ N( Z; C5 B24.模擬某樓層澆注.............................................................................................................154 - `' R8 b0 T2 k' ]' W' M
25.在面上施加移動的面力.................................................................................................156 , ~7 h! R; I( s
27.在任意面施加任意方向任意變化的壓力.....................................................................160
4 n/ I! C; S% b( `4 K! R6 q28.預(yù)緊分析.........................................................................................................................161 / S ^& ?/ j7 \
29.幾何非線性+塑性+接觸+蠕變....................................................................................163
7 \( l$ @/ w: W) o& I30.埋設(shè)在地下的排水管道.................................................................................................168 / G0 W6 h) @% ]0 l7 T
32.幕墻企業(yè)玻璃簡化計算.................................................................................................173
6 A5 P- d% `. i- ?4 v% N0 a33.等截面桿單元生死應(yīng)用實例.........................................................................................189 1 g$ ?3 |& y% W
34.梁板建模聯(lián)系.................................................................................................................190
+ @7 @/ O% ]+ A( v- q36.簡單的例子-如何對結(jié)構(gòu)的振動控制分析.................................................................193 3 v c, R$ r2 E% L8 g9 U3 H
37.模態(tài)分析結(jié)果的輸出實例.............................................................................................195
4 X, I9 I- f: Y- r* G38.火車過橋動態(tài)加載實例(部分).................................................................................197
% K* t( T( ~( i/ x& I1 |39.懸索結(jié)構(gòu)的找形和計算的例題.....................................................................................214 3 A! `. G8 W( k0 a( P- W' k
40.陶瓷桿撞擊鋁板的例子.................................................................................................219
7 m# F3 b, l# H. B41.求反作用力的APDL 命令法........................................................................................222
8 `0 I$ r+ @: M7 [/ g42.LS-DYNA 實例(部分)..............................................................................................223 : p$ d7 T* }3 [( Z5 G
43.路面分層填筑對路基的影響.........................................................................................224
) k1 Y% k/ P: Z/ r4 y2 D44.一個例子(含地震影響,求振興與頻率).................................................................228 $ m+ P8 a1 H# f9 |5 V! i1 x0 d$ Z
45.接觸面上的壓力總和.....................................................................................................232
3 S5 r0 a# G2 l! N46.施加位置函數(shù)荷載.........................................................................................................236
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' v2 R0 B+ A- R# M8 O47.非線性分析考慮剛度退化.............................................................................................237
& D" y3 h( R& \3 i- V# T. j/ ]48.一個圓形水池的靜力分析.............................................................................................238 $ K t4 I9 S* r
49.ANSYS 中混凝土模式預(yù)應(yīng)力模擬的算例......................................................................239 $ h( k; _# f/ T( r, U3 |
50.懸臂梁受重力作用發(fā)生大變形求其固有頻率.............................................................241
5 ?6 {( ]4 W0 a" {4 z% V+ v: J51.循環(huán)對稱結(jié)構(gòu)模態(tài)分析.................................................................................................243 1 u( q2 M% H: C; c1 }* J
52.三角平臺受諧波載荷作用的結(jié)構(gòu)響應(yīng).........................................................................245 # T" n- W' _1 K# y' J3 T6 o
53.三角平臺受一地震譜激勵的應(yīng)力分布和支反力.........................................................247
$ o2 ^! p/ f- l N- l: q) o54.三角平臺受時程載荷作用的應(yīng)力分布和變形過程.....................................................249 * Y$ ?( j5 V. ~% N7 T: y7 {
55.經(jīng)典層合板理論.............................................................................................................251
, P1 c5 D8 l2 J! y+ E1 L5 w56.定易圓軌跡的例子.......................................................................................................258
$ U3 d- h( n" P2 [57.模擬門式剛架施工-單元生死...................................................................................258 3 {2 h( \ a/ [
58.鋼筋混凝土整體式模型例子.......................................................................................261
" C, K6 Z, I" U" M" R: q: K! g. w59.在荷載步之間改變材料屬性例子...............................................................................263 3 o. e, C, n% f' T7 E
60.含預(yù)應(yīng)力的特征值屈曲計算.......................................................................................264 7 r6 U2 d$ |" Y! r
61.振型疊加計算及工況組合例子...................................................................................266 ( C4 F' Q6 K2 T' n5 @
62.柱子穩(wěn)定分析算(預(yù)應(yīng)力,特征值屈曲,初始缺陷)...........................................269 + {9 ]& ^* o/ K2 [: ~+ u6 f4 m! n
63. module MConcrete !混凝土模板 ............................................................................272
6 X7 @* V; b& {6 A3 w8 g' |7 }64.混凝土開裂實例.............................................................................................................280 . Z* y8 G" a) ~3 _& R
65.螺栓網(wǎng)格劃分...............................................................................................................281
( }) T K' n$ p+ E7 D* i66.自由液面的土石壩平面滲流分析...............................................................................282
5 t4 c) o D V; D, @; |9 ]67.導(dǎo)出剛度矩陣...............................................................................................................286 3 m6 P E& U& N. d( ?% _ G
68.某混凝土拱壩工程施工期及運行期溫度場仿真分析...............................................287 6 a, P& J2 f1 I3 F% } {
69.移動溫度荷載計算.......................................................................................................294
! q! u$ W/ f5 e% ?4 |70.SHSD 用于殼-實體裝配實例An .................................................................................296
6 m# S$ p% Q0 B: ~' c71.a(chǎn)nsys 顯示-隱式-回彈分析實例.........................................................................300
+ C" T; I. c$ o0 a/ @: c# q8 k72.工況組合的經(jīng)典例子...................................................................................................315 |
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